Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Road (Total Length - 22.740 Km) under Patna West Road Division, Patna for the year 2024-25

Technical Sheet

Name of Work Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Total Length - 22.740 Km under Patna West Road Division, Patna for the year 2024-25 Cost of Work as per BOQ(Rs in Lakhs) 0.16000 Time of Completion in months 18 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A) 18248.49 Lacs Date of Sanction : 28.02.2025 1685 (s) Patna, Dated 28.02.2025

Sl No. Items Requirement Requirement Cl. No. Name of the Contractor

Address of the Contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

2 Bid Security (a) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. Amount To be entered (Rs in Lakhs)

(b) Online Payment of EMD is accepted Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 107.57 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv)

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% OF the estimated Amount under the contract (Rs in Lakhs) In any one year last five years. 4878.19 4.5(A) (a)

2021-2022 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.469

2022-2023 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.46

Escalation Factor= 1.36

2023-2024 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.259

2024-2025 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.166

Escalation Factor= 1.08 Amount To be entered (Rs in Lakhs)

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) in last five years. 975.63 Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

E/W cum 49960.03 Value to be entered in unit cum

Non-Bitumiinus (G.S.B./W.M.M) cum 8223.2 Value to be entered in unit cum

Bitumiinus works (B.M/D.B.M./S.D.B.C/B.C./ Mastic) cum 6447.08 Value to be entered in unit cum

P.C.C./ R.C.C. cum Value to be entered in unit cum

Boulder Work cum 0 Value to be entered in unit cum

7 Bidding Capacity (in Lakh): More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 9756.39 4.7

(a) Existing commitments and ongoing works 29 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted 30 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (Above Rs. 50.00 Crores) Nos. Max. Age (27.07.2026) 4.5(B) (a) Nos./ Max. Age

Motor Grader 5 5

Front end Loader 3 5

Smooth Wheeled Roller 3 5

Vibratory Roller 2 5

Hot Mix Plant with Electronic controls (Minimum 100 - 120 TPH Capacity) fully computrise 2 5

Paver Finisher with Electronic Sensor 2 5

Water Tanker 4 5

Bitumen Sprayer 2 5-7

Tandem Roller 2 5

Concrete Mixes with integral weigh batching facilty 1 5

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) 1 5

Paver Finisher for Laying WMM material 1 5

Quality Control equipment one complete Set 1 Set 5

TOTAL =31 Nos. + 1 Set

9 Key Personnel Personnel / Qualification/Contract Package Size (Above Rs. 50.00 Crores) 4.5(B) (b) Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or retired E.E 1 No.

Site Engineer B.E. Civil + 7 Years Experience (3 years in Road Construction) or retired A.E. 4 No.

Plant Engineer / B.E. Mech /Civil + 5 Years Experience or Diploma in Mechanical + 7 Years Experience or retired J.E. 2 No.

Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience 2 No.

Soil & Material Engineer / B.E., Civil + 7 Years Experience. 2 No.

Survey Engineer / B.E. Civil + 3 Years Exp or Diploma in Civil + 5 Years Experience. 2 No.

Site Supervisor/ Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 4 Nos.

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

13 Affidavit Regarding statements made in the required attachments are true and correct.

14 Undertaking (in Lakh) Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & S.T. Registration & clearance Certificate

18 Labour License

19 Character Certificate As per Department Letter No 2033 (E) , Dated - 11.04.2022

20 NOC for Debar (If required)

21 Utility Shifting Licence / Agreement Regarding Utility Shifting (as per Lt. No - 5446 (E) Dated 25.09.2017

EXECUTIVE ENGINEER PATNA WEST ROAD DIVISION R.C.D., PATNA

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. LAC)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In LAC) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Immediately preceding the financial year in which bids are received.

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

Earth works GSB/ WBM/ WMM DBM/BC/SDBC Mastic Asphalt work Cement Concrete (including RCC & PCC) Boulder Work Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs LAC) Stipulated Period of Completion Value of works* remaining to be completed (Rs LAC) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.11Information on litigation history in which the Bidder is involved.

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Link Name in Edit Attachment Document attached

1 BIDSECURITY PHOTO COPY BID SECURITY PC

2 LAST 5 YEARS ANNUAL TURN OVER ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS EXP SIM NAT

4 QUANTITY OF WORK (E/W, GSB, WMM, BITUMINOUS WORK, PCCetc) EXECUTED DURING LAST 5 YEARS) WORK EXE QTY

5 BALANCE VALUE OF ON GOING WORKS BAL VAL WORKS

6 EXISTING COMMITMENTS EXIST COMT

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES BANK CER

8 AFFIDAVIT AFFIDAVIT

9 UNDERTAKING UNDERTAKING

10 LITIGATION HISTORY LIT HIS

11 PLANT and MACHINARIES PT & MAC

12 KEY PERSONNEL KEY PER

13 Registration REGISTRATION

14 Power of Attoney POW AT

15 Legal Status Of Bidder LEGAL

16 PROGRAMME Of CONSTRUCTION PROG CONS

17 LABOUR LICENSE LAB LIC

18 CHARACTER CERTIFICATE CHAR CER

19 IT & ST REGISTRATION and CLEARANCE CERTIFICATE IT ST CLEARANCE

20 NOC FOR DEBAR DEBAR

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

Bill of Quantity for Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Road (Total Length - 22.740 Km) under Patna West Road Division, Patna for the year 2024-25

1 B.O.Q. Amount

2 Cost of B.O.Q. Bid processing Fee Rs. 10,000.00 Rs. 5900.00

3 Earnest Money 107.57 Lakh

4 Time of Completion 18 (Eighteen) Months

Sl. No. Item of work Qnty. Unit Rate Amount

1 2.02 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area 0.000 Hectare 27971.3

2 2.01 A Cutting of trees, excluding removal of stumps and roots of trees

Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.

(i) Girth from 300mm to 600mm 39 Each 494.3

(ii) Girth from 600mm to 900mm 45 Each 799.7

(iii) Girth from 900mm to 1800mm 45 Each 1421.3

(iv) Girth above 1800mm 10 Each 2842.5

3 2.05 (ii) Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately

(A) Bituminous Course 105 m3 518.1

(B) Granular Course 140 m3 75.4

4 3.06 Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m 0.999 m3 108.2

5 3.16 Construction of Embankment with Material obtained from Borrow pits.

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. m3 214.9

6 3.17 Construction of Embankment with Material Deposited from Roadway Cutting.

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. including Royalty m3 95.6

7 4.01 B (i) Granular Sub-Base with Graded Material (Table:- 400-1)

By Mix in Place Method

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

GSB Gr. I m3 3096.83

GSB Gr. V m3 3111.63

8 4.14 A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying with Paver m3 3372.61

9 5.04 B Dense graded Bituminous Macadam Grading-II

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. 10919.56 m3 17284.14

10 5.05 B Bituminous concrete Grading- II

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. 5983.32 m3 19940.04

11 5.01 A (i) Prime Coat over WMM

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 44874.9 m2 77.89

12 5.02 (ii) Tack Coat on Granular surfaces treated with primer

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 44874.9 m2 28.39

13 5.02 (i) Tack Coat on Bituminous surfaces

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 299166 m2 22.9

14 5.02 (iii) Tack Coat on Cement concrete pavement

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 82365 m2 33.89

15 5.11 Mastic Asphalt

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. 82365 m2 1133.08

16 6.01 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 2613.75 m3 4427.52

17 6.02 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6534.375 m3 7672.96

18 8.04 (A) Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

(ii) 90 cm equilateral triangle 50 Each 6857.6

(vi) 90 cm circular 25 Each 10256.7

(x) 80 cm x 60 cm rectangular 50 Each 8396.1

(xv) 90 cm high octagon 20 Each 10674.1

19 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` m2 16029.3

20 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) 0.000 m2 647.6

21 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th kilometre stone (precast) 5 Nos. 4221.7

(ii) Ordinary kilometer stone (precast) 18 Nos. 2420.7

(iii) Hectometer stone (precast) 92 Nos. 739

22 8.15 (a) Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively,these metal guide poles can be concealed with thermoplastic body. The posts shall have fan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto ground. Mild steel Guide poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time.

The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 300 Each 804.2

23 8.35 B Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm.

The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 4169 Nos. 302.3

24 9.01 B (i) Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. By Mechanical Means ( Depth upto 3 m) m3 121.7

25 9.02 Local Sand Filling in Foundation Trenches as per Drawing & Technical Specification m3 414.62

26 9.06 A (i) Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I PCC Grade M15 using batching plant , transit mixer & Concrete pump m3 6157.16

27 9.06 B (i) Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I PCC Grade M20 using batching plant , transit mixer & Concrete pump m3 6763.49

28 9.06 C (i) Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I RCC Grade M20 using batching plant , transit mixer & Concrete pump m3 6763.49

29 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 76529.73

30 8.07 A Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67). The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. Truss & Vertical Support tonne 83180.7

31 8.07 B Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing m2 15889.6

32 8.09 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) m2 92

33 15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

(A) For RCC Drain Nos. 29

(B) For Boxcell Culvert Nos. 153.4

34 9.04 B Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200mm Dia Single Row Metre 9843.99

35 8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) m2 104.5

36 16.01/ 16.04 A Providing and laying pitching on slopes Laid over prepared filter media including boulder apron laid dry in front of toe as per drawing and technical specifications. Stone Boulder m3 3724.36

37 15.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. m3 130.4

38 15.11 A (i) Plain/Reinforced Cement concrete M-15 in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump m3 6492.36

39 15.11 B (i) Plain/Reinforced Cement concrete M-20 in open Foundation complete as per Drawing and Technical specifications. PCC Grade M20 using batching plant & concrete pump m3 7139.09

40 15.11 C (i) Reinforced Cement concrete M-20 in open Foundation complete as per Drawing and Technical specifications. RCC Grade M20 using batching plant & concrete pump m3 7138.59

41 16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3 m3 7244.24

42 15.23 B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. Sandy material m3 983.12

43 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications MT 82315.13

44 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. m3 13467.01

45 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. RM 2159.51

46 15.17 Drainage spouts complete as per Drawing and Technical Specifications. Nos. 1065.52

47 15.16 Reinforced cement concrete M-30 in approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. m3 11325.01

48 15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. m3 3181.28

49 15.22 (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. RM 186.4

50 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. m3 3817.56

51 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification m3 3467.48

52 8.03 Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman (Hyphens and the like not to be measured and paid for) 5600 per cm height per letter 0.8

53 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. m2 128.5

54 20.3A.1 BCD Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth RM 157.78

55 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) m3 4148.93

56 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) m3 4265.39

57 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). m3 4722.03

58 6.1.14A + 6.3A 6.1.14A + 6.3A Brick work with bricks of class designation 100A in superstructure above plinth level upto floor V m3 5010.7

59 5.22 Reinforcement forR.C.C.work includingstraightening,cutting,bending, placing in position and binding all complete Kg 81.97

60 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. m3 254.25

61 11.72 (BCD) Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l. m2 250.7

62 4.20.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana/OrdinaryPortland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete tosite of laying,curing, carriage for all leads; but excluding the cost of centering,shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level : M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) m3 4461.68

63 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) m2 111.15

64 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) m2 125.22

65 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings/ wooden frames with rawl plugs screws etc Kg 142.57

66 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer Using M.S. angle 40x40x6 mm for diagonal braces m2 3232.74

67 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) m2 73.89

68 11.41.2 Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colour sand shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete :Size of Tile 60x60 cm m2 1450.27

69 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (Thickness to be specified by the manufacture) of approved make inall colours, shades except burgundy,bottle green,black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement Motar 1:3 (1cement: 3 coarsesand)andjointing withgrey cement [email protected] persqm including pointing in white cement mixed with pigment of matching shade complete. m2 703.54

70 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. m2 113.19

71 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. m2 103.81

72 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm m2 121.24

Sub Total Cost (A)

(+) Add 1.00 Labour Cess on "A"

(+) Add Seignorage Fee 7796300

Sub Total Cost (B)

(+) GST 18% on "B"

Estimated Cost Value

Permissible limit.

Name of Work :- Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Road (Total Length - 22.740 Km) under Patna West Road Division, Patna for the year 2024-25

1 Amount for Bid :-

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer Patna West Road Division, Patna

Note: The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Bill of Quantity for Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Road (Total Length - 22.740 Km) under Patna West Road Division, Patna for the year 2024-25

1 B.O.Q. Amount

2 Cost of B.O.Q. Bid processing Fee Rs. 10,000.00 Rs. 5900.00

3 Earnest Money 107.57 Lakh

4 Time of Completion 18 (Eighteen) Months

Sl. No. Item of work Qnty. Unit Rate Amount

1 2.02 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area 0.000 Hectare 27971.3

2 2.01 A Cutting of trees, excluding removal of stumps and roots of trees

Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.

(i) Girth from 300mm to 600mm 39 Each 494.3

(ii) Girth from 600mm to 900mm 45 Each 799.7

(iii) Girth from 900mm to 1800mm 45 Each 1421.3

(iv) Girth above 1800mm 10 Each 2842.5

3 2.05 (ii) Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately

(A) Bituminous Course 105 m3 518.1

(B) Granular Course 140 m3 75.4

4 3.06 Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m 0.999 m3 108.2

5 3.16 Construction of Embankment with Material obtained from Borrow pits.

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. m3 214.9

6 3.17 Construction of Embankment with Material Deposited from Roadway Cutting.

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. including Royalty m3 95.6

7 4.01 B (i) Granular Sub-Base with Graded Material (Table:- 400-1)

By Mix in Place Method

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

GSB Gr. I m3 3096.83

GSB Gr. V m3 3111.63

8 4.14 A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying with Paver m3 3372.61

9 5.04 B Dense graded Bituminous Macadam Grading-II

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. 10919.56 m3 17284.14

10 5.05 B Bituminous concrete Grading- II

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. 5983.32 m3 19940.04

11 5.01 A (i) Prime Coat over WMM

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 44874.9 m2 77.89

12 5.02 (ii) Tack Coat on Granular surfaces treated with primer

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 44874.9 m2 28.39

13 5.02 (i) Tack Coat on Bituminous surfaces

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 299166 m2 22.9

14 5.02 (iii) Tack Coat on Cement concrete pavement

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 82365 m2 33.89

15 5.11 Mastic Asphalt

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. 82365 m2 1133.08

16 6.01 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 2613.75 m3 4427.52

17 6.02 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6534.375 m3 7672.96

18 8.04 (A) Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

(ii) 90 cm equilateral triangle 50 Each 6857.6

(vi) 90 cm circular 25 Each 10256.7

(x) 80 cm x 60 cm rectangular 50 Each 8396.1

(xv) 90 cm high octagon 20 Each 10674.1

19 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` m2 16029.3

20 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) 0.000 m2 647.6

21 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th kilometre stone (precast) 5 Nos. 4221.7

(ii) Ordinary kilometer stone (precast) 18 Nos. 2420.7

(iii) Hectometer stone (precast) 92 Nos. 739

22 8.15 (a) Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively,these metal guide poles can be concealed with thermoplastic body. The posts shall have fan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto ground. Mild steel Guide poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time.

The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 300 Each 804.2

23 8.35 B Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm.

The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 4169 Nos. 302.3

24 9.01 B (i) Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. By Mechanical Means ( Depth upto 3 m) m3 121.7

25 9.02 Local Sand Filling in Foundation Trenches as per Drawing & Technical Specification m3 414.62

26 9.06 A (i) Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I PCC Grade M15 using batching plant , transit mixer & Concrete pump m3 6157.16

27 9.06 B (i) Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I PCC Grade M20 using batching plant , transit mixer & Concrete pump m3 6763.49

28 9.06 C (i) Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

Case I RCC Grade M20 using batching plant , transit mixer & Concrete pump m3 6763.49

29 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 76529.73

30 8.07 A Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67). The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. Truss & Vertical Support tonne 83180.7

31 8.07 B Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing m2 15889.6

32 8.09 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) m2 92

33 15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

(A) For RCC Drain Nos. 29

(B) For Boxcell Culvert Nos. 153.4

34 9.04 B Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200mm Dia Single Row Metre 9843.99

35 8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) m2 104.5

36 16.01/ 16.04 A Providing and laying pitching on slopes Laid over prepared filter media including boulder apron laid dry in front of toe as per drawing and technical specifications. Stone Boulder m3 3724.36

37 15.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. m3 130.4

38 15.11 A (i) Plain/Reinforced Cement concrete M-15 in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump m3 6492.36

39 15.11 B (i) Plain/Reinforced Cement concrete M-20 in open Foundation complete as per Drawing and Technical specifications. PCC Grade M20 using batching plant & concrete pump m3 7139.09

40 15.11 C (i) Reinforced Cement concrete M-20 in open Foundation complete as per Drawing and Technical specifications. RCC Grade M20 using batching plant & concrete pump m3 7138.59

41 16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3 m3 7244.24

42 15.23 B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. Sandy material m3 983.12

43 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications MT 82315.13

44 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. m3 13467.01

45 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. RM 2159.51

46 15.17 Drainage spouts complete as per Drawing and Technical Specifications. Nos. 1065.52

47 15.16 Reinforced cement concrete M-30 in approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. m3 11325.01

48 15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. m3 3181.28

49 15.22 (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. RM 186.4

50 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. m3 3817.56

51 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification m3 3467.48

52 8.03 Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman (Hyphens and the like not to be measured and paid for) 5600 per cm height per letter 0.8

53 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. m2 128.5

54 20.3A.1 BCD Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth RM 157.78

55 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) m3 4148.93

56 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) m3 4265.39

57 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). m3 4722.03

58 6.1.14A + 6.3A 6.1.14A + 6.3A Brick work with bricks of class designation 100A in superstructure above plinth level upto floor V m3 5010.7

59 5.22 Reinforcement forR.C.C.work includingstraightening,cutting,bending, placing in position and binding all complete Kg 81.97

60 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. m3 254.25

61 11.72 (BCD) Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l. m2 250.7

62 4.20.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana/OrdinaryPortland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete tosite of laying,curing, carriage for all leads; but excluding the cost of centering,shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level : M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) m3 4461.68

63 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) m2 111.15

64 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) m2 125.22

65 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings/ wooden frames with rawl plugs screws etc Kg 142.57

66 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer Using M.S. angle 40x40x6 mm for diagonal braces m2 3232.74

67 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) m2 73.89

68 11.41.2 Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colour sand shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete :Size of Tile 60x60 cm m2 1450.27

69 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (Thickness to be specified by the manufacture) of approved make inall colours, shades except burgundy,bottle green,black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement Motar 1:3 (1cement: 3 coarsesand)andjointing withgrey cement [email protected] persqm including pointing in white cement mixed with pigment of matching shade complete. m2 703.54

70 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. m2 113.19

71 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. m2 103.81

72 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm m2 121.24

Sub Total Cost (A)

(+) Add 1.00 Labour Cess on "A"

(+) Add Seignorage Fee 7796300

Sub Total Cost (B)

(+) GST 18% on "B"

Estimated Cost Value

Permissible limit.

Name of Work :- Widening and Strenghtening of Left out portion of NH-30, Bihta Chowk to Danapur Road (Total Length - 22.740 Km) under Patna West Road Division, Patna for the year 2024-25

1 Amount for Bid :-

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer Patna West Road Division, Patna

Note: The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.